• 제목/요약/키워드: discharge canal

검색결과 43건 처리시간 0.026초

저수지 관개지구의 농업용수 회귀 특성 분석 (Characteristics of Irrigation Return Flow in a Reservoir Irrigated District)

  • 송정헌;송인홍;김진택;강문성
    • 한국농공학회논문집
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    • 제57권1호
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    • pp.69-78
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    • 2015
  • The objective of this study was to investigate characteristics of irrigation return flow from paddy block in a reservoir irrigated district during growing seasons. The irrigation return flow was divided into three parts, quick return flow from irrigation canal (RFI), quick return flow from drainage canal (RFD), and delayed return flow (DRF). The RFI was calculated from water level and stage-discharge relationships at the ends of the irrigation canals. The DRF was estimated using measured infiltration amount from paddy fields of the irrigated district. A combined monitoring and modeling method was used to estimate the RFD by subtracting surface runoff from surface drainage. The paddy block irrigated from the Idong reservoir was selected to study the irrigation return flow components. The results showed that daily agricultural water supply (AWS), the RFI, and the RFD were $27.4mm\;day^{-1}$, $4.9mm\;day^{-1}$, and $19.8mm\;day^{-1}$, respectively in May, which were greater than other months (p<0.05). The return flow ratio of the RFI and the RFD were the greatest in July (34.6%) and May (72.3%), respectively. The daily AWS was closely correlated with the RFD (correlation coefficients of 0.76~0.86) in except for July with, while correlation coefficient with the RFI were 0.56 and 0.42 in June and July, respectively (p<0.01). The total irrigation return flow was 1,965 mm in 2011, and 1,588 mm in 2012, resulting in total return flow ratio of 84.6% and 79.1%, respectively. This results indicate that substantial amounts of agricultural water were returned to streams as irrigation return flow. Thus, irrigation return flow should be fully considered into the agricultural water resources planning in Korea.

취입모의 경제적 계획취입수심 산정방법에 대한 연구 (A Study on a Calculation Method of Economical Intake Water Depth in the Design of Head Works)

  • 김철기
    • 한국농공학회지
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    • 제20권1호
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    • pp.4592-4598
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    • 1978
  • The purpose of this research is to find out mathemetically an economical intake water depth in the design of head works through the derivation of some formulas. For the performance of the purpose the following formulas were found out for the design intake water depth in each flow type of intake sluice, such as overflow type and orifice type. (1) The conditional equations of !he economical intake water depth in .case that weir body is placed on permeable soil layer ; (a) in the overflow type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }+ { 1} over {2 } { Cp}_{3 }L(0.67 SQRT { q} -0.61) { ( { d}_{0 }+ { h}_{1 }+ { h}_{0 } )}^{- { 1} over {2 } }- { { { 3Q}_{1 } { p}_{5 } { h}_{1 } }^{- { 5} over {2 } } } over { { 2m}_{1 }(1-s) SQRT { 2gs} }+[ LEFT { b+ { 4C TIMES { 0.61}^{2 } } over {3(r-1) }+z( { d}_{0 }+ { h}_{0 } ) RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L+ { dcp}_{3 }L+ { nkp}_{5 }+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ] =0}}}} (b) in the orifice type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }+ { 1} over {2 } C { p}_{3 }L(0.67 SQRT { q} -0.61)}}}} {{{{ { ({d }_{0 }+ { h}_{1 }+ { h}_{0 } )}^{ - { 1} over {2 } }- { { 3Q}_{1 } { p}_{ 6} { { h}_{1 } }^{- { 5} over {2 } } } over { { 2m}_{ 2}m' SQRT { 2gs} }+[ LEFT { b+ { 4C TIMES { 0.61}^{2 } } over {3(r-1) }+z( { d}_{0 }+ { h}_{0 } ) RIGHT } { p}_{1 }L }}}} {{{{+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 } L+dC { p}_{4 }L+(2 { z}_{0 }+m )(1-s) { L}_{d } { p}_{7 }]=0 }}}} where, z=outer slope of weir body (value of cotangent), h1=intake water depth (m), L=total length of weir (m), C=Bligh's creep ratio, q=flood discharge overflowing weir crest per unit length of weir (m3/sec/m), d0=average height to intake sill elevation in weir (m), h0=freeboard of weir (m), Q1=design irrigation requirements (m3/sec), m1=coefficient of head loss (0.9∼0.95) s=(h1-h2)/h1, h2=flow water depth outside intake sluice gate (m), b=width of weir crest (m), r=specific weight of weir materials, d=depth of cutting along seepage length under the weir (m), n=number of side contraction, k=coefficient of side contraction loss (0.02∼0.04), m2=coefficient of discharge (0.7∼0.9) m'=h0/h1, h0=open height of gate (m), p1 and p4=unit price of weir body and of excavation of weir site, respectively (won/㎥), p2 and p3=unit price of construction form and of revetment for protection of downstream riverbed, respectively (won/㎡), p5 and p6=average cost per unit width of intake sluice including cost of intake canal having the same one as width of the sluice in case of overflow type and orifice type respectively (won/m), zo : inner slope of section area in intake canal from its beginning point to its changing point to ordinary flow section, m: coefficient concerning the mean width of intak canal site,a : freeboard of intake canal. (2) The conditional equations of the economical intake water depth in case that weir body is built on the foundation of rock bed ; (a) in the overflow type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }- { { { 3Q}_{1 } { p}_{5 } { h}_{1 } }^{- {5 } over {2 } } } over { { 2m}_{1 }(1-s) SQRT { 2gs} }+[ LEFT { b+z( { d}_{0 }+ { h}_{0 } )RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L+ { nkp}_{5 }}}}} {{{{+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ]=0 }}}} (b) in the orifice type of intake sluice, {{{{ { zp}_{1 } { Lh}_{1 }- { { { 3Q}_{1 } { p}_{6 } { h}_{1 } }^{- {5 } over {2 } } } over { { 2m}_{2 }m' SQRT { 2gs} }+[ LEFT { b+z( { d}_{0 }+ { h}_{0 } )RIGHT } { p}_{1 }L+(1+ SQRT { 1+ { z}^{2 } } ) { p}_{2 }L}}}} {{{{+( { 2z}_{0 }+m )(1-s) { L}_{d } { p}_{7 } ]=0}}}} The construction cost of weir cut-off and revetment on outside slope of leeve, and the damages suffered from inundation in upstream area were not included in the process of deriving the above conditional equations, but it is true that magnitude of intake water depth influences somewhat on the cost and damages. Therefore, in applying the above equations the fact that should not be over looked is that the design value of intake water depth to be adopted should not be more largely determined than the value of h1 satisfying the above formulas.

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만성 화농성 중이염에 동반된 이진균증 환자 한방 치료 1례 (One Case of Otomycosis with Chronic Suppurative Otitis Media Treated with Korean Medical Treatment)

  • 김수영;안재현;황미리;최윤영;변정아;정현아
    • 한방안이비인후피부과학회지
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    • 제34권3호
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    • pp.92-101
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    • 2021
  • 본 연구는 대전대학교 대전한방병원 한방안이비인후 피부과에 만성 화농성 중이염에 동반된 이진균증으로 입원 및 통원 치료를 받은 환자 1례를 보고한다. 본 증례의 환자는 상기 증상으로 한방 단독 치료를 시행한 환자로서 침, 약침, 전침, 뜸, 한약, 사혈, 습식 부항 및 한방 외용제 치료를 시행하였다. 초진 시 호소한 좌측 귀의 소양감, 통증, 이명, 충만감 및 농성 이루는 호전된 상태로 퇴원하였고, 이후 통원 치료를 통하여 잔여 증상의 호전 및 이진균증의 소실도 확인되었다. 본 연구는 이진균증 치료에 일차적으로 적용하는 항진균제의 사용 없이 한방 단독 치료로 호전을 보였다는 점과 항진균 효과를 위해 국소 한방 외용제를 사용하였다는 점에서 이후 이진균증의 한방 치료 효과를 평가하는 추가 연구에 유의미한 자료로 사용될 것으로 사료된다.

마이크로 관류수차의 상수도 관로시스템 적용에 관한 연구 (Application of Micro Cross-Flow Turbine to Water Supply System)

  • 최영도;쿠로카와준이치
    • 한국유체기계학회 논문집
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    • 제9권3호
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    • pp.36-43
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    • 2006
  • Recently, micro hydropower and it's useful utilization are taking a growing interest as a countermeasure of global worming by carbon dioxide and exhaustion of fossil fuel. The purpose of this study is to investigate the possibility of extracting micro hydropower wasted by a valve in water supply system using micro cross-flow hydraulic turbine. In order to fulfill the functions of controlling flow rate and pressure in substitute for the valve, air and water are supplied into an air suction hole which is installed on the side wall of micro cross-flow hydraulic turbine. The results show that in case of supplying a lot of air into the air suction hole, about 50% of flow rate and relatively high value of loss coefficient are controlled by the turbine. Moreover, including high possibility of applying the micro cross-flow turbine to water supply system, extended application of the turbine to the water discharge system of drainage and irrigation canal.

잔유 낭종의 임상 방사선학적 연구 (A CLINICAL AND RADIOGRAPHIC STUDY OF RESIDUAL CYST OF THE JAWS)

  • 허기순;유동수
    • 치과방사선
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    • 제19권1호
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    • pp.163-169
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    • 1989
  • The purpose of this study is to investigate on the clinical and radiographic patterns of residual cyst of the jaw for early diagnosis and treatment. The auther studied 87 cases of residual cyst with regard to age, sex distribution, the site of the lesion and several radiographic features. The results were as follows: 1. The average age was found to be 42.6 years, with a range of 15 to 84 years. The incidence was highest in the third and fourth decades(50.6%) and total 87 cases consist of 47 males and 38 females. 2. The common clinical symptoms were pus discharge, swelling, pain and no symptoms was presented in 5 cases(12.5%). 3. Residual cysts were found to be 46.0% maxillary anterior region, 18.4% maxillary molar region, 17.2% mandibular molar region and to be more common in the maxilla(70.1%) than in the mandible(29.9%) 4. Most of residual cysts were unilocular type(86 cases, 98.8%), showing distinct border(62 cases, 71.3%) with smooth margin(78 cases, 89.7%). 5. The adjacent teeth showed root resorption in 13 cases(14.9%), and root divergence in 16 cases(18.4%). 6. The residual cysts extended to the nasal fossa(22 cases, 22.5%), the maxillary sinus(19 cases, 19.4%) and caused the displacement of the mandibular canal wall (11 cases, 11.2%)

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말티즈견에서의 귀지선암종 1례 (Ceruminous Gland Adenocarcinoma in a Maltese Dog)

  • 안세준;안지영;임수지;정성목;박성준;조성환;최호정;이영원
    • 한국임상수의학회지
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    • 제26권5호
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    • pp.499-503
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    • 2009
  • A 12-year-old, female, Maltese dog was presented with otic signs, such as pruritus and malordorous discharge. Medical treatment of otitis externa had been carried out for several months at primary animal hospital. Radiography, ultrasonography (US), computed tomography (CT), fine needle aspiration (FNA), and histopathological examination were performed for the diagnosis of ceruminous gland adenocarcinoma. Total ear canal ablation and lateral bulla osteotomy were performed for excision of the tumor. Facial nerve paralysis developed after surgery is getting better through the acupuncture therapy.

Flow 3D를 이용한 다목적 수로 터널의 마찰 손실 산정 (Friction loss of multi-purpose stormwater tunnel simulated by Flow 3D)

  • 이두한;김정환;정건희
    • 한국산학기술학회논문지
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    • 제18권3호
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    • pp.14-21
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    • 2017
  • 본 최근 지구의 온난화로 인하여 극한 홍수가 자주 발생하고 있으며, 기존 도시 유역의 우수배제시설 용량부족 등으로 도시홍수가 빈번하게 발생하고 있으므로, 주요 범람지역의 홍수량을 우회하거나 저류하여 홍수를 방지하기 위한 수로터널의 개발이 요구된다. 본 연구에서는 교통기능과 수로기능을 동시에 갖춘 다기능 수로 터널의 설계 기준을 개발하기 위한 수리 실험 및 Flow3D를 이용한 수치모의을 수행하였다. 수치모의결과 동일한 수로 터널 구간 내 발생하는 마찰손실의 크기는 수치모의로 도출된 마찰손실이 이론적으로 계산한 마찰손실보다 더 크게 발생함을 관측하였으며, 이는 수로의 형상이 비원형인 경우에는 관의 기하학적 형상에 의한 흐름구조의 변화로 추가적인 마찰손실이 발생하는 것이 원인으로 판단된다. 마찰손실의 증가는 난류보다 층류에서 두드러졌다. 따라서 터널의 홍수량 흐름 시 마찰손실계수가 터널의 형상에 좌우되며, 실무에서 정확한 설계를 위해 방수로 터널의 형상을 주의 깊게 고려해야 한다는 결론을 내렸다. 이는 실제 방수로 터널 설계에 활용될 수 있는 기본 정보를 제공할 수 있을 것으로 보인다.

두 마리 고양이에서의 염증성 용종 예 (Inflammatory Polyps in 2 Cats)

  • 고승보;정지열;김재훈;강상철;윤정식;양정환;신용은;김재훈
    • 한국임상수의학회지
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    • 제27권5호
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    • pp.622-625
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    • 2010
  • 고양이의 귀에서 발생하는 염증성 용종은 중이 또는 귀이두관에서 유래하여 인두 또는 외이도관으로 파급되는 비종양성, 염증성 성장을 말한다. 두 마리의 2세령 암컷 고양이(Russian blue)가 이도 삼출물, 외이의 가피 형성, 머리 또는 귀를 흔드는 증상을 약 2-3주간 나타내었다. 이도에서 외과적으로 적출한 두 개의 종괴를 검사하였다. 병리조직학적으로 이 종괴들은 증식된 섬모상피 또는 비각화중층편평상피로 피복되어 있으며, 부분적인 미란 또는 궤양이 형성되어 있었다. 종괴는 증식된 결합조직과 광범위한 단핵세포 침윤으로 구성되어 있었다. 면역조직화학 염색을 실시한 결과 약 90%의 단핵세포들은 CD3 양성인 T 림프구로 증명되었다. 종괴에 대한 중합효소연쇄반응을 실시하였으나 바이러스 병원체는 모두 음성으로 확인되었다. 따라서 임상 소견 및 병리학적 소견을 토대로 두 종괴는 고양이의 중이에서 유래한 염증성 용종으로 확진되었다.

Familial hypophosphatemia 환아의 증례보고 (FAMILIAL HYPOPHOSPHATEMIA: A CASE REPORT)

  • 조윤정;김은정;김현정;김영진;남순현
    • 대한소아치과학회지
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    • 제33권1호
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    • pp.116-121
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    • 2006
  • 가족성 저인산혈증(famiial hypophosphatemia)은 근위 세뇨관의 인산 재흡수 기전의 결핍으로 혈청 칼슘 농도는 정상이나 혈청 인산 농도가 낮아져 저인산혈증을 나타내는 가장 흔한 유전성 구루병이다. 혈청 인산이 낮음에도 불구하고, 소변으로의 인산 배출이 증가되어 있고 혈청 알칼리성 인산 분해 효소의 상승이 현저하다. 주로 반성 우성 유전이며 보통 남아에서 여아보다 임상 증상이 심하다. 이러한 가족성 저인산혈증 환자의 전신적 소견으로는 앞이마의 돌출, 사각형 머리, 작은 키, 휜 다리가 나타나며, 치과적 소견으로 치조백선과 치낭의 비박, 얇은 법랑질 확장된 치수강과 근관, 치근단 농양과 치주 농양의 높은 발생률, 원인불명의 치근단 희박화 골염이 나타난다. 본 증례는 유치 충치 치료를 위해 내원한 환아가 임상적으로 작은 키와 휜 다리, 방사선적으로 많이 확장된 치수강과 근관이 관찰되어 소아과에 의뢰한 바 가족성 저인산혈증으로 진단받아 그 임상적 소견과 치과적 치료에 대해 보고하는 바이다.

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A Prognostic Factor for Prolonged Mechanical Ventilator-Dependent Respiratory Failure after Cervical Spinal Cord Injury : Maximal Canal Compromise on Magnetic Resonance Imaging

  • Lee, Subum;Roh, Sung Woo;Jeon, Sang Ryong;Park, Jin Hoon;Kim, Kyoung-Tae;Lee, Young-Seok;Cho, Dae-Chul
    • Journal of Korean Neurosurgical Society
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    • 제64권5호
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    • pp.791-798
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    • 2021
  • Objective : The period of mechanical ventilator (MV)-dependent respiratory failure after cervical spinal cord injury (CSCI) varies from patient to patient. This study aimed to identify predictors of MV at hospital discharge (MVDC) due to prolonged respiratory failure among patients with MV after CSCI. Methods : Two hundred forty-three patients with CSCI were admitted to our institution between May 2006 and April 2018. Their medical records and radiographic data were retrospectively reviewed. Level and completeness of injury were defined according to the American Spinal Injury Association (ASIA) standards. Respiratory failure was defined as the requirement for definitive airway and assistance of MV. We also evaluated magnetic resonance imaging characteristics of the cervical spine. These characteristics included : maximum canal compromise (MCC); intramedullary hematoma or cord transection; and integrity of the disco-ligamentous complex for assessment of the Subaxial Cervical Spine Injury Classification (SLIC) scoring. The inclusion criteria were patients with CSCI who underwent decompression surgery within 48 hours after trauma with respiratory failure during hospital stay. Patients with Glasgow coma scale 12 or lower, major fatal trauma of vital organs, or stroke caused by vertebral artery injury were excluded from the study. Results : Out of 243 patients with CSCI, 30 required MV during their hospital stay, and 27 met the inclusion criteria. Among them, 48.1% (13/27) of patients had MVDC with greater than 30 days MV or death caused by aspiration pneumonia. In total, 51.9% (14/27) of patients could be weaned from MV during 30 days or less of hospital stay (MV days : MVDC 38.23±20.79 vs. MV weaning, 13.57±8.40; p<0.001). Vital signs at hospital arrival, smoking, the American Society of Anesthesiologists classification, Associated injury with Injury Severity Score, SLIC score, and length of cord edema did not differ between the MVDC and MV weaning groups. The ASIA impairment scale, level of injury within C3 to C6, and MCC significantly affected MVDC. The MCC significantly correlated with MVDC, and the optimal cutoff value was 51.40%, with 76.9% sensitivity and 78.6% specificity. In multivariate logistic regression analysis, MCC >51.4% was a significant risk factor for MVDC (odds ratio, 7.574; p=0.039). Conclusion : As a method of predicting which patients would be able to undergo weaning from MV early, the MCC is a valid factor. If the MCC exceeds 51.4%, prognosis of respiratory function becomes poor and the probability of MVDC is increased.